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WO2011000206A1 - Charpente en acier à positionnement intégré utilisée dans des constructions légères en acier - Google Patents

Charpente en acier à positionnement intégré utilisée dans des constructions légères en acier Download PDF

Info

Publication number
WO2011000206A1
WO2011000206A1 PCT/CN2010/000773 CN2010000773W WO2011000206A1 WO 2011000206 A1 WO2011000206 A1 WO 2011000206A1 CN 2010000773 W CN2010000773 W CN 2010000773W WO 2011000206 A1 WO2011000206 A1 WO 2011000206A1
Authority
WO
WIPO (PCT)
Prior art keywords
steel frame
positioning
steel
integrated
light
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
PCT/CN2010/000773
Other languages
English (en)
Chinese (zh)
Inventor
谢英俊
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US13/381,599 priority Critical patent/US8820012B2/en
Publication of WO2011000206A1 publication Critical patent/WO2011000206A1/fr
Anticipated expiration legal-status Critical
Priority to IN353DEN2012 priority patent/IN2012DN00353A/en
Ceased legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/38—Arched girders or portal frames
    • E04C3/40—Arched girders or portal frames of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2463—Connections to foundations
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496—Shear bracing therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames

Definitions

  • the present invention relates to a positioning steel frame for use in the construction field, and more particularly to an integrated positioning steel frame for use in light steel construction. Background technique
  • the main object of the present invention is to overcome the inconvenience and defects of the positioning of the steel frame column and the steel frame in the existing light steel building, and to provide a new structure for the integrated positioning steel frame in the light steel building.
  • the technical problem to be solved is to make the positioning more reasonable, and the force of the light steel building is more dispersed and uniform, so that it is more suitable for practical use.
  • Another object of the present invention is to provide an integrated positioning steel frame for use in a light steel building.
  • the technical problem to be solved is that it facilitates on-site assembly, saves construction costs, improves construction efficiency, and is therefore more suitable for practical use.
  • Another object of the present invention is to provide an integrated positioning steel frame for use in a light steel building.
  • the technical problem to be solved is to use a positioning connector - cold-formed thin-walled steel or angle steel or channel steel for precise linear positioning.
  • the advantage of high degree and easy to punch the tube, and the three dimensions are easy to adjust after the integration Advantages, improved positioning accuracy and easy construction, making it more suitable for practical use.
  • Another object of the present invention is to provide an integrated positioning steel frame for use in a light steel building.
  • the technical problem to be solved is that when the building load is light, the integrated positioning steel frame can replace the steel bar of the reinforced concrete ring beam. Cage, saving construction costs and improving building efficiency, making it more suitable for practical use.
  • An integrated positioning steel frame for use in a light steel building according to the present invention comprising a steel frame column and a steel frame diagonal bracing, and further comprising connecting the steel frame column and the steel frame diagonal bracing through the fixed connecting piece Positioning connector.
  • the aforementioned integrated positioning steel frame for use in a light steel building, wherein the positioning connectors are connected by a connecting plate when butted.
  • the foregoing integrated positioning steel frame for use in a light steel building, wherein the positioning connector is a cold-formed thin-walled steel, angle steel or channel steel.
  • the above-mentioned integrated positioning steel frame for use in a light steel building, wherein the positioning connecting members are connected by a connecting plate during docking, and the steel frame column, the steel frame diagonal bracing and the positioning connecting member are positioned between The preset position of the connector is fixedly connected by a fixed connection.
  • the aforementioned integrated positioning steel frame for use in a light steel building wherein the positioning hole of the positioning connector is disposed at a side or a bottom of the positioning connector.
  • the foregoing integrated positioning steel frame for use in a light steel building, wherein the positioning steel frame further comprises a concrete ground ring beam for casting a positioning joint, the concrete ground ring beam being cast on the leveling foundation.
  • the above-mentioned integrated positioning steel frame for light steel building wherein the positioning connecting members are connected and connected by a connecting plate when docking, and after fixing the fixed connecting members of the steel frame column and the steel frame diagonal support on the positioning connecting member, The concrete is poured and fixed, and then the steel frame column and the steel frame diagonal support are fixed.
  • the present invention relates to an integrated positioning steel frame for use in a light steel building, the positioning steel frame comprising a steel frame column and a steel frame diagonal bracing, and further comprising connecting the steel frame column and the steel through a fixed connecting piece.
  • the positioning connector of the diagonal bracing is cast in the concrete mantle beam, and the steel frame column, the steel frame bracing and the fixed connecting piece are connected at a preset position.
  • the structure of the positioning steel frame of the invention is more reasonable, the force of the light steel building is more uniform, the site assembly is convenient, the construction cost is saved, the building efficiency is improved, and the utility model is more suitable for practical use.
  • the present invention can achieve considerable technological advancement and practicability, and has industrial utilization value, which has at least the following advantages:
  • the integrated positioning steel frame used in the light steel building of the present invention has at least the following differences compared with the positioning in the existing light steel building:
  • the integrated positioning steel frame used in the light steel building of the invention improves the efficiency of positioning the steel frame in the field by using the positioning connector, thereby being more suitable for practical use.
  • the integrated positioning steel frame used in the light steel building of the present invention replaces the steel cage of the reinforced concrete truss beam by using the positioning connector, thereby saving construction cost and being more suitable for practical use. In some simple light steel buildings, even leveling foundations or concrete ground beams can be omitted.
  • the invention is used for the integrated positioning steel frame in the light steel building, the structure tube is easy, the manufacturing cost is also relatively reduced, and it is cost-effective, and compared with the efficacy and practicality that the product can achieve, it is more excellent. Value, quite worthy of the industry's use value.
  • the invention is indeed in full compliance with the needs of industrial development in terms of practicality and cost-effectiveness of use, and the disclosed invention is an unprecedented innovative design, which is neither found in any publication, nor has the same structure before application.
  • the characteristics are well known and publicly available, and no similar products are found on the market. That is, no similar inventions have been published or used in similar products, and they are indeed novel.
  • the structure of the present invention is more technologically advanced than the positioning technology in the existing light steel buildings, and its unique structural features and functions are far from comparable to the positioning technology in the existing light steel buildings, and are lighter than the existing ones.
  • the positioning technology in steel construction is more technologically advanced and has many enhancements, but it is truly creative.
  • the integrated positioning steel frame for light steel construction specially proposed by the present invention has many advantages and practical values as described above, and no similar invention is disclosed or used in the similar products. It is an innovation, which has made great advances in technology, and has produced useful and practical effects. It has many advantages in terms of positioning in existing light steel buildings, and thus is more suitable for practical use, and has an industrial Extensive use of value, hereby a new, progressive, practical new design.
  • FIG. 1 is an overall schematic view of an integrated positioning steel frame used in a light steel building according to the present invention,
  • the body positioning steel frame is completed by the steel casting column and the steel frame diagonal bracing.
  • Figure 2 is a schematic view of a positioning connector used in the integrated positioning steel frame for use in a light steel building of Figure 1 and a partial enlarged view thereof.
  • Figure 3 is a schematic view of the on-site construction of the integrated positioning steel frame used in the light steel building shown in Figure 1.
  • Fig. 4 is a schematic view showing the connection of the one-side positioning connector in the construction process of the integrated positioning steel frame in the light steel building shown in Fig. 1.
  • Fig. 5 is a schematic view showing the connection of the other positioning connector in the construction process of the integrated positioning steel frame in the light steel building shown in Fig. 1.
  • Fig. 6 is a schematic overall view of the integrated positioning steel frame used in the light steel building shown in Fig. 1.
  • Figure 7 is a schematic view of the integrated positioning steel frame used in the light steel construction of the present invention.
  • the integrated positioning steel frame is completed by using a positioning connector and a bolt fixing connector.
  • Figure 8 is a schematic view of a positioning connector used in the integrated positioning steel frame for use in a light building of Figure 7, and a partial enlarged view thereof.
  • Fig. 9 is a structural schematic view showing the positioning joint and the screw connection used in the integrated positioning steel frame for the light steel building shown in Fig. 7.
  • Fig. 10 is a structural schematic view of how the positioning connector, the screw and the connecting plate are used in the integrated positioning steel frame used in the light steel building shown in Fig. 7.
  • Fig. 1 1 is a schematic view of the integrated positioning steel frame used in the light steel building shown in Fig. 7, after the positioning connecting piece and the bolt fixing connecting piece and the concrete ground ring beam are cast-in-place on the leveling foundation.
  • Fig. 12 is a schematic overall view of the integrated positioning steel frame used in the light steel building shown in Fig. 7.
  • the present invention is applied to an integrated positioning steel frame in a light steel building, which mainly comprises a leveling foundation 5 , a concrete ground ring beam 4 , a steel frame column 1 and a steel frame diagonal bracing 1 , and a concrete ground ring .
  • the positioning steel frame further comprises a positioning connecting piece 3 connecting the steel frame column 2 and the steel frame diagonal bracing 1, the positioning connecting piece 3 is poured in the concrete mantle beam 4, the steel frame column 2
  • the steel frame struts 1 and the positioning connectors 3 are connected at a predetermined position by a fixed connection 7.
  • the enlarged view of the figure shows that the positioning holes 6 are provided on the side of the positioning connector 3. As shown in FIG. 8, the positioning hole 6 is provided at the bottom of the positioning connector 3.
  • FIG 3 to Figure 6 show the process diagram of the on-site cast-in-place positioning of the steel frame.
  • the positioning connector 3 is connected to the steel frame column 1 by means of a fixed connection member 7.
  • FIG. 7 , FIG. 8 and FIG. 10 wherein the positioning connectors 3 are connected by a connecting plate 8 , and the steel frame column 2 , the steel frame bracing 1 and the positioning connecting member 3 are fixedly connected.
  • the preset position is a connection position between the positioning connectors 3.
  • the positioning connector 3 and the leveling base 5 are fixedly connected by a fixed connector 7.
  • Figure 9-12 shows the integrated positioning steel frame used in light steel construction using a pre-embedded process.
  • Figure 9 shows a schematic view of how the positioning connector 3 used in the integrated positioning steel frame used in the light steel building is connected, the positioning hole 6 and the screw 9 are connected.
  • the integrated positioning steel frame used in the light steel building of the present invention can be constructed by at least two processes, such as cast-in-place (refer to Figure 1-6) and pre-buried (refer to Figure 7-12). Shown).
  • the cast-in-place positioning method is as follows: After the integral connection of the positioning steel frame is completed, the entire steel frame is adjusted and positioned as a whole, and the steel frame is fixedly fixed after positioning to ensure the vertical angle of the steel frame in two directions and then pass through the steel.
  • the column 2 is fixed to the leveling foundation 5, 'finally cast concrete girders 4.
  • the pre-buried positioning method is as follows: Position the pre-buried positioning steel frame first, and then connect it to the steel frame through the pre-embedded fixing connection 7.
  • the cast-in-place method is to first connect with the steel frame as a whole, then locate and fix it, and finally carry out the pouring of the concrete ground ring; and the pre-buried type is first positioned and fixed, and then the concrete ground ring is poured and then Steel frame connection.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

Charpente en acier à positionnement intégré utilisée dans des constructions légères en acier. La charpente en acier à positionnement comporte des montants (2) de charpente en acier, des renforts inclinés (1) de charpente en acier et des attaches (3) de positionnement reliant les montants (2) de charpente en acier aux renforts inclinés (1) de charpente en acier au moyens d’éléments fixes (7) de liaison. Les attaches (3) de positionnement sont coulées dans la poutre (4) en béton de contour au sol ; les montants (2) de charpente en acier, les renforts inclinés (1) de charpente en acier et les éléments fixes (7) de liaison sont solidarisés dans la position prédéfinie. La charpente en acier à positionnement présente une structure adéquate et est chargée uniformément et de construction économique. Elle peut être montée simplement sur site et améliorer l’efficacité de la construction. Elle est donc plus appropriée pour une application pratique.
PCT/CN2010/000773 2009-06-30 2010-06-01 Charpente en acier à positionnement intégré utilisée dans des constructions légères en acier Ceased WO2011000206A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
US13/381,599 US8820012B2 (en) 2009-06-30 2010-06-01 Integrated localization steel frame used in lightweight steel building
IN353DEN2012 IN2012DN00353A (fr) 2009-06-30 2012-01-12

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN2009201589893U CN201546322U (zh) 2009-06-30 2009-06-30 用于轻钢建筑中的一体化定位钢架
CN200920158989.3 2009-06-30

Publications (1)

Publication Number Publication Date
WO2011000206A1 true WO2011000206A1 (fr) 2011-01-06

Family

ID=42601496

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2010/000773 Ceased WO2011000206A1 (fr) 2009-06-30 2010-06-01 Charpente en acier à positionnement intégré utilisée dans des constructions légères en acier

Country Status (4)

Country Link
US (1) US8820012B2 (fr)
CN (1) CN201546322U (fr)
IN (1) IN2012DN00353A (fr)
WO (1) WO2011000206A1 (fr)

Cited By (4)

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CN107313628A (zh) * 2017-08-24 2017-11-03 中国电子科技集团公司第三十八研究所 一种基础免开挖装配式塔式立体车库及其施工方法
CN112031286A (zh) * 2020-09-03 2020-12-04 贵州汇通申发钢结构有限公司 一种集成装配式钢结构建筑
CN115012436A (zh) * 2022-04-28 2022-09-06 浙江中天恒筑钢构有限公司 一种带有钢结构埋入式柱脚的筏板基础逆序施工方法
EP3317081B1 (fr) * 2015-06-30 2025-04-09 Short Brothers Plc Réparation incluant un support chanfreiné et une partie de support chanfreiné pour renforcer un élément structural endommagé fabriqué à partir de matériaux composites

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US11713576B2 (en) 2014-01-24 2023-08-01 Ying Chun Hsieh Three-dimensional lightweight steel framing system formed by bi-directional continuous double beams
JP6171192B2 (ja) * 2015-07-14 2017-08-02 栗原 新治 アンカーボルト位置決め工具
CN108756022B (zh) * 2018-07-23 2023-09-26 常州工程职业技术学院 一种型钢框架内填轻钢墙体快速连接单元及其装配方法
CN109162399B (zh) * 2018-10-24 2024-06-18 湖南远大建工股份有限公司 用于预制反坎的找平装置及其找平施工方法
CN114232808A (zh) * 2021-12-30 2022-03-25 洛阳北玻硅巢新材料有限公司 一种用于装配式房屋的组合式墙体的制作安装方法
US12421714B2 (en) 2022-02-14 2025-09-23 Levitation, LLC System and method for supporting, raising and lowering a modular structure
CN116575584A (zh) * 2023-05-23 2023-08-11 中铁十九局集团有限公司 一种装配式钢结构模块化建筑
CN116927495B (zh) * 2023-08-28 2025-09-09 中国建筑一局(集团)有限公司 一种分段式梁柱浇筑施工方法

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3317081B1 (fr) * 2015-06-30 2025-04-09 Short Brothers Plc Réparation incluant un support chanfreiné et une partie de support chanfreiné pour renforcer un élément structural endommagé fabriqué à partir de matériaux composites
CN107313628A (zh) * 2017-08-24 2017-11-03 中国电子科技集团公司第三十八研究所 一种基础免开挖装配式塔式立体车库及其施工方法
CN112031286A (zh) * 2020-09-03 2020-12-04 贵州汇通申发钢结构有限公司 一种集成装配式钢结构建筑
CN112031286B (zh) * 2020-09-03 2022-08-30 贵州汇通申发钢结构有限公司 一种集成装配式钢结构建筑
CN115012436A (zh) * 2022-04-28 2022-09-06 浙江中天恒筑钢构有限公司 一种带有钢结构埋入式柱脚的筏板基础逆序施工方法

Also Published As

Publication number Publication date
US8820012B2 (en) 2014-09-02
US20120096789A1 (en) 2012-04-26
IN2012DN00353A (fr) 2015-08-21
CN201546322U (zh) 2010-08-11

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